摘要
作者通过对我国12条主要铁路干线上147个岩石边坡进行详细调查,应用统计分析、概率方法、定量化理论以及模糊数学等理论,对调查资料进行了深入分析,在此基础上建立了边坡岩体质量指标与铁路岩石边坡坡度的定量关系式;提出了铁路岩石边坡稳定性评价方法。实际验证表明。该研究成果是有效的和令人满意的。
Through carefully investigating the 147 rock slopes along 12 railway main lines in China,the author analyzed the information's using statistical method,probabilistic method,quantization theory,buggy mathe- matics,etc.As a result of the analysis,a quantitative relation between the parameters of slept rockmass quali- ty and the angle of railway rock slope was established,and a method of railway slope stakelity evaluation was formulated.Field verifications show that the result was effectual and satisfactory.
出处
《铁道工程学报》
EI
北大核心
2005年第z1期348-350,共3页
Journal of Railway Engineering Society
关键词
岩石边坡
稳定分析
rock slope
design and stability evaluation
作者简介
李隽蓬 教授 男 1937年1月出生
